plans_wa-ef1612005_9.11.2019.pdf

EDWARD S

HAMMONTREE

Digitally signed by EDWARD S

HAMMONTREE

Date: 2019.09.16 14:45:30 -06'00'

CP GPS

JH

BH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

P

M

N o v e m b e r

U

S C c p w w o r k d w a e f1 a b .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2FS ERFO 2016(1)-20(5)WA

DI

T

NO SCALE

- no symbol -wall face

N

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

NOTE:

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

FSR 4036 MP 0.1

F-

M a ll a rd y C rk dR

F

N y dr all a

M

~7 m iles

To Verlot

48.070701, -121.650641

Latitude, Longitude

FN

Scale in miles

VICINITY MAPS

A.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D p w w o r k d w a e f1 a c .d g n

WA FS ERFO 2016(1)-20(5)

A u g u s t

K

H a r r is o n

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

N

Campground

River Bar

Campground

Red Bridge

N F 4037

NF 4039

MP 0.1

FSR 4036

~ 4 mil esTo S ilve rton

Moun tain Loo p Hwy

SHEET 1 OF 2

NF 4037

NATIONAL FOREST

- SNOQUALMIE

MT. BAKER

FSR 4065 MP 1.2

Bedal ni at n u o M y w

H

Bedal Creek Trailhead kr C l ad e

B

R

DF

N

C h o cw ich C re k p o

L

NATIONAL FOREST

MT. BAKER - SNOQUALMIE

FSR 20 MP 35.4

m ile s

T o D a rrin g to n

48.072951, -121.399366

Latitude, Longitude

48.034962, -121.478972

Latitude, Longitude

NF-49

N

N

Scale in miles

Scale in miles

VICINITY MAPS

A.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 a d .d g n

WA FS ERFO 2016(1)-20(5)

A

A u g u s t

H a r r is

A le x a n d

C h e c k e d b y

D e s ig n e d b y

Chocwich Campground

S o u th

Fork n o g u a lm is h R iv e r

NF-

Monte Cristo Lake Myrtle Lake

Lost Lake

Gothic Basin Trailhead

Barlow Pass & Trailhead

S o u th

F o r k

S a u k

R iv e r niat n u o

M p o o L y w H m il e s

4.8 m iles ni at n uo

M po oL ywH

To S ilverton

T o B e d a l

FSR 4065 MP 1.2

South Fork Sauk River

.5 m il e s

T o S il v e rt o n

FSR 20 MP 35.4

SHEET 2 OF 2

B u c k C re e k

P a lm e r C re k

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

20351.000 2000.000 3000.000 1000.000 5/8" IR w/fhwa alum cap

20352.000 1863.996 2843.545 1004.652 5/8" IR w/fhwa alum cap

16101.000 1000.000 2000.000 1000.000 5/8" IR w/fhwa alum cap

16102.000 934.556 2262.480 1000.254 5/8" IR w/fhwa alum cap

40651.000 2000.000 4000.000 2000.000 5/8" IR W/FHWA ALUM CAP

40652.000 1644.455 3930.889 1994.393 5/8" IR W/FHWA ALUM CAP

FSR 4065 MP 1.2

FSR 4036 MP 0.1

PROJECT :Darrington District Emergency Repairs, Phase II DATE OF FIELD WORK : Multiple entries

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Assumed

VERTICAL DATUM : Assumed

PROJECT COORDINATES

FSR 20 MP 35.4

c:

\p w -w or k\ d0 w a-ef

5a e.

xl sx ]S he et

-A ug -2

5:

W

FL

H

D S ur ve y

W

FL

H

D S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

A.5

SHEET

NUMBER

FS ERFO 2016(1)-20(5)WA

SURVEY CONTROL

Sheet and Description

SECTION C SECTION D SECTION E SECTION H -

FSR 20 MP

35.4

FSR 4036 MP

0.1

FSR 4065 MP

1.2

TEMP

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (FSR 4036 MP 0.1) LPSM All ALL

A0140 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (FSR 20 MP 35.4) LPSM All ALL

A0160 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (FSR 4065 MP 1.2) LPSM All ALL

A0180 15702-2000 SOIL EROSION CONTROL, TURBIDITY MONITORING (FSR 4065 MP 1.2) LPSM All ALL

A0200 15702-2000 SOIL EROSION CONTROL, TURBIDITY MONITORING (FSR 20 MP 35.4) LPSM All ALL

A0220 15702-2000 SOIL EROSION CONTROL, TURBIDITY MONITORING (FSR 4036 MP 0.1) LPSM All ALL

A0240 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 223 12 235

A0260 20302-1200 REMOVAL OF GUARDRAIL LNFT 13 2 15

A0280 20304-9000 REMOVAL OF STREAM DEBRIS (FSR 20 MP 35.4) LPSM All ALL

A0300 20401-0000 ROADWAY EXCAVATION CUYD 186 41 23 250

A0320 20403-0000 UNCLASSIFIED BORROW CUYD 15 179 6 200

A0340 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 CUYD 586 29 615

A0360 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 155 15 170

A0380 25126-0000 REMOVE AND RESET BOULDER EACH 6 4 10

A0400 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 35 124 6 165 ESTIMATED AT 1.97 TON/CUYD

A0420 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 217 23 240 ESTIMATED AT 1.97 TON/CUYD

A0440 30303-1000 ROADBED RECONDITIONING SQYD 107 18 125

A0460 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2 TON 97 13 110 ESTIMATED AT 1.94 TON/CUYD

A0480 60101-0000 CONCRETE (LARGE CULVERT REINFORCED CONCRETE COLLAR) CUYD 18 2 20

A0500 60301-0300 180-INCH STRUCTURAL PLATE PIPE LNFT 75 5 80

A0520 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1

A0540 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 1 1 TL-2

A0560 61920-2000 REMOVE AND RESET GATE EACH 1 1

A0580 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0600 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 30-INCH WIDTH HOUR 20

A0620 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20

A0640 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT HOUR 20 20

A0660 62301-0000 GENERAL LABOR HOUR 20

A0680 62401-0500 FURNISHING AND PLACING TOPSOIL, 8-INCH DEPTH SQYD 69 11 80

A0700 62502-0000 TURF ESTABLISHMENT SQYD 361 301 38 700

A0720 62635-3000 CUTTINGS, WILLOW POLE EACH 150 10 160

A0740 63302-0000 SIGN SYSTEM SQFT 6 6

A0760 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 120 10 130

A0780 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 8 2 10

A0800 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 20 20

MileStone: 100% Date Completed: 09/11/19 Report Date: 09/11/19

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-S ep

-2

:5

A M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0

B S he et s.

xl sm ]S he et

STATE PROJECT

B.1FS ERFO 2016(1)-20(5)WA

SHEET

NUMBER

Sheet and Description

SECTION C SECTION D SECTION E SECTION H -

FSR 20 MP

35.4

FSR 4036 MP

0.1

FSR 4065 MP

1.2

TEMP

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0820 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 182 8 190

A0840 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 25 25

A0860 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 160 160

A0880 64702-2000 MITIGATION, LOG BARRIER LNFT 145 5 150

A0900 64703-3010 MITIGATION, ROCK WEIR EACH 7 7

A0920 64703-5000 MITIGATION, ROOT WAD EACH 29 1 30

A0940 64703-6000 MITIGATION, FISH PASSAGE BOULDER EACH 15 5 20

A0960 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 450 25 475

A0980 64704-1600 MITIGATION, STREAMBED CHANNEL RECONSTRUCTION CUYD 1,543 57 1,600

-S ep -2

:5

A M

MileStone: 100% Date Completed: 09/11/19 Report Date: 09/11/19 c:

\p w -w or k\ d0

B S he et s.

xl sm ]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.2FS ERFO 2016(1)-20(5)WA

20351

CP

20352

CP

Chock wich C reek

El = 1001.99

E = 2942.54

N = 1937.83

El = 1000.92

E = 2989.57

N = 1975.12

20 40020

SCALE IN FEET

N

PLAN

FSR 20 MP 35.4

1. Match existing horizontal alignment. Adjust to fit field conditions.

C.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 c a .d g n

WA FS ERFO 2016(1)-20(5)

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

NOTE:

LEGEND:

Edge of road

60' method 1, 6-inch compacted depth

Roadbed reconditioning and Roadway aggregate, CONSTRUCTION

BEGIN

CONSTRUCTION

END

debris (~311 CUYD)

Removal of stream

104+35 LT

debris (~194 CUYD)

Removal of stream

102+44 RT

debris (~292 CUYD)

Removal of stream

102+50 LT

debris (~1244 CUYD)

Removal of stream

105+55 LT

See C.2 for details channel reconstruction

Streambed

Limits of construction

1.5

Existing ground from channel excavation

Place suitable streambed material

BERM DETAIL

4'

Top of berm elevation 1004.0 FT

Berm (10 LNFT)

(FSR 20)

Mountain Loop Highway

Not to Scale

Roadbed reconditioning

(approximate 10-foot diameter) to finish channel grade

Clean culvert in place

Limits of construction

CP

20351

,0

.0

,0

.4

+1.2%

.0

.5

.1

.9

,0

.1

+18.8

+27.

6%

+17.5%

+10.8%

POINT NORTHING EASTING ELEV.

C.2

STATE PROJECT

NUMBER

SHEET

WA FS ERFO 2016(1)-20(5)

FOOTNOTE:

[1] [1]

H a r r is

J

N e ig h o r n

C h e c k e d b y

D e s ig n e d b y

0+00

1+00 2+00

1827.26

1879.23

1839.03

1850.83

1876.82

1875.36

1842.15

1883.71

1851.63

1853.12

1855.07

1867.38

1892.69

1919.39

1935.61

1980.42

2006.88

2020.74

2961.79

2929.42

2960.00

2971.03

2941.54

2954.61

2974.24

2948.22

3046.96

3034.44

2998.83

2976.21

2971.47

2978.53

2978.28

2964.94

2969.61

2979.92

1021.51

1017.61

1015.73

1013.85

1010.86

1010.55

1012.00

1007.00

1020.00

1017.38

1010.95

1006.41

1001.93

996.95

994.82

992.53

992.20

992.00

R

Q

P

O

N

M

L

K

J

I

H

G

F

E

D

C

B

A

[1]GRADING CONTROL POINTS

SCALE IN FEET

10 2010 construction of groin and cut-off berm.

Excavated material from channel reconstruction to be used in

FSR 20 MP 35.4

CHANNEL GRADING PLAN

CUYD

EMB.

CUYD

EXC.

U

S s u r v ft p w w o r k d w a e f1 c b .d g n

A

A

S e p te m b e r

Flo w

TYPICAL FLOODPLAIN GROIN DETAIL

A

L

B

C D E

F G H

I

J

K

M

N

Q

R

1.5

4'

.5

(6' to 20') Varies

1.5

4'

9.5'

16.5'

Ch oc w ic h

Cr ee k

6'

16.5'

6'

' R

' R

'R

100' R

R

F S

R

M o u n ta in L o o p H ig h w a y channel reconstruction

Mitigation, streambed

Existing ground

O

P

Channel profile grade

OHW

Existing ground

Existing ground stream channel

Centerline of proposed

Existing contour (typ.)

Finish grade contour (typ.)

channel bottom

Proposed ege of

10-foot diameter arch culvert

Cleaning culvert in place, 6' profile channel grade, 10-foot diameter

Cleaning culvert in place to

Begin channel reconstruction End channel reconstruction

1.5

Cut-off berm LC

1 1.5 from channel excavation

Place suitable streambed material

(for information only, 70 LNFT)

Cut-off berm

Not to Scale

Not to Scale

TYPICAL CHANNEL DETAIL

SECTION A-A

[1]listed per the grading control points

Excavate channel to the elevations

[1]grading control points the elevation listed per the

Construct floodplain groin to groin (typ.)

Floodplain

NO SCALE

TYPICAL SECTION

FSR 4036 MP 0.1

SAFETY EDGE DETAIL

PAVEMENT TRANSITION

BEGINNING AND ENDING

FSR 4036 MP 0.1

TYPICAL SECTION

D.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fa .d g n

WA FS ERFO 2016(1)-20(5)

M a r c h

K

H a r r is o n

K

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

Turf establishment and topsoil.[3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Listing.

Superelevate roadway as indicated in the Staking Report Data [1]

[1]Slope

1:4

C o n s tr u c ti o n L im it s

C o n s tr u c ti o n L im it s

[2]

[2]

Red top

Point available in survey notes

Pull aggregate base to cover safety edge

Asphalt concrete pavement

1:4

C le a r in g L im it s

L im it s

C le a r in g

Existing surface elevation and cross slope

Match existing pavement for structure dimensions

Profile, see Typical Section

Matchline

LC

Roadway aggregate

6" compacted depth

Roadway aggregate, method 2, Profile grade

Existing ground

See Typical Sections

Safety Edge Detail (typ.)

Variable

Travel way

10'

Travel way

10'

Variable

[3] [3]

Saw cut and tack coat

Embankment

Place tack coat between lifts

3" compacted depth, placed in two equal lifts

Asphalt concrete pavement, type 2, 5 1000

.2

+1.517 1%

.9

+0.7316%

6.

,0

.5

SSD = 1399'

K = 64

50' VC

K = 20

119' VC

CP

16102

T

W A R N I

G

B U R I E

U T I L I T Y

P O

T

.0

P C

.2

PT

4+

.29

POT 5

+36

.64

D

Curve= PR1

R= 90.00'

T= 59.41'

N e = 0.04

L= 105.02'

2+65.00

5+00.00

CONSTRUCTION

END

LEGEND:

El.= 994.23

E= 2051.423

N= 839.680

El.= 1000.51

E= 2245.282

N= 942.383

NOTE:

PLAN AND PROFILE

FSR 4036 MP 0.1

20 40020

SCALE IN FEET

CONSTRUCTION

BEGIN

unique to this site.

1. Coordinates are assumed and

STOP

CUYD

EXC.

CUYD

EMB.

6+00 5+00 4+00 3+00 2+00 1+00

988 988

990 990

992 992

994 994

996 996

998 998

1000 1000

1002 1002

1004 1004

D.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fb .d g n

WA FS ERFO 2016(1)-20(5)

A u g u s t

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

Profile grade

Existing ground

Line to be constructed

R

Preserve tree

Edge of pavement

Edge of pavement

Slope stake limits R

30'

(FSR 2000)

Mountain Loop Highway

FSR 4036

See Sheet D.3 for details

Bank stabilization, Limits of construction

5+00 solid, white (120 LNFT)

Pavement markings, type B, 4+96 RT

R1-1, 30" x 30"

(6 SQFT)

Sign system

4+85 RT

outside of slope stake limits)

(Remove existing pavement

Turf Establishment

Roadway Excavation and

Remove and reset gate (1 EACH)

4+58

Terminal section type tangent (1 EACH)

Removal of guardrail (13 LNFT)

4+90 LT

CO guidance (6 EACH) approximate same location per

Remove and reset boulder in

Flow

5 1000

FOOTNOTE:

N

NO SCALE

between logs.

Pole Planting: Willow live cutting bundles, random spacing 1 per SQYD[2] flow of a maximum of 8.5-feet total length from bank line.

Embed trunk completely, allowing the rootwad end to project into[1]

D.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fc .d g n

WA FS ERFO 2016(1)-20(5)

M a r c h

H a r r is

N e ig h o

C h e c k e d b y

D e s ig n e d b y

DETAIL

BANK STABILIZATION

FSR 4036 MP 0.1

A

El. 985.4

1.5H :1V

El. 991.9

El. 995.4

1H:1V

6'

8.5' (max.)

Existing ground

LC

Water table

Backfill with conserved streambed material

Riprap toe

Existing contour (typ.)

logs to elevation 991.9 streambed material above

Backfill with conserved

A

Line to be constructed

22.9' Rt

3+71.0

28.9' Rt

4+35.8

(29 EACH)

12" to 18" dia. logs spaced at 5'

Mitigation, root wad [1]

34.7' Rt

4+42.7

42.3' Rt

4+48.3

38.0' Rt

3+12.1

26.6' Rt

3+51.2

(145 LNFT)

12" to 18" dia.

Mitigation, log barrier

[2](150 EACH)

Cuttings, willow pole

[2]

(150 EACH)

Cuttings, willow pole

(29 EACH)

12" to 18" dia. logs spaced at 5'

Mitigation, root wad typical section details

See D.1 for roadway

10 200

SCALE IN FEET

SECTION A-A

12" to 18" dia. (145 LNFT)

Mitigation, log barrier

0 4

PLAN

Station and offset point

Edge of active channel

22' to 26' Log Lengths

(517 SQYD)

geotextile, class 2, type E

Separation-stabilization

Class 5 (586 CUYD)

Placed riprap, Method A, Class 5 (586 CUYD)

Placed riprap, Method A, place turf establishment

8-inch depth (69 SQYD) and

Furnishing and placing topsoil, FSR 4036

TYPICAL SECTION

FSR 4065 MP 1.2

FSR 4065 MP 1.2

TYPICAL SECTION

Turf establishment limits.[3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Listing.

Superelevate roadway as indicated in the Staking Report Data [1]

E.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 g a .d g n

WA FS ERFO 2016(1)-20(5)

M a r c h

K

H a r r is o n

K

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

[1]Slope

C o n s tr u c ti o n L im it s

C o n s tr u c ti o n L im it s

[2] 1:4

1:4 [2]

C le a r in g L im it s

C le a r in g L im it s

VariableVariable

LC

grade Profile

Existing ground

6" compacted depth method 1, Roadway aggregate, [3] [3]

12'

Travel Way

Embankment

CP

40652

,9

.6

,9

.7

-0.5000%

+3.8

0%

,9

.6

K = 20

86' VC

P C

.1

PT 306+

53.44

PO

T

7+ .0

P O

T

.0

5 1 0 1

95 1995

N

NOTE:

PLAN AND PROFILE

FSR 4065 MP 1.2

20 40020

SCALE IN FEET

Curve= C1004

D

R= 90.00'

T= 68.64' e= 0.05

L= 117.28' this site.

Coordinates are assumed and unique to 1.

CUYD

EXC.

CUYD

EMB.

308+00307+00306+00305+00304+00

1986 1992

1988 1994

1990 1996

1992 1998

1994 2000

1996 2002

1998 2004

2000 2006

2002 2008

E.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 g b .d g n

WA FS ERFO 2016(1)-20(5)

M a r c h

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

Profile grade

Line to be constructed

Slope stake limits

304+70

307+00

Existing ground fiber roll (138 LNFT)

Soil erosion control, 305+64 to 306+80 LT fiber roll (85 LNFT)

Soil erosion control, 305+21 to 306+19 RT

El = 1995.64

E = 3944.90

N = 1724.04

CONSTRUCTION

BEGIN

CONSTRUCTION

END

Limits of construction

El = 1996.68

E = 3792.64

N = 1595.69

See E.3-7 for details

305+63

50 30 2040 10 0 10 20 30 40 5060 60

N

PIPE INLET OUTLETHYDRAULIC INFORMATION

100 100

BEVEL: 1V:2HFLOWLINE SLOPE: 0.157 ft/ft

PLAN AND PROFILE

CULVERT

FSR 4065 MP 1.2

Q : 225

Q : 80 OHW : 1.0 ft

HW : 2.4 ft

INSTREAM WORK WINDOW: 7/16-9/16

BANKFULL CHANNEL WIDTH: 10 ft

TYPE: Str. Plate Pipe Culvert

LENGTH: 75 ft

PIPE SLOPE: 0.122 ft/ft

INFILL TYPE: Corrugated Metal Pipe

SPAN: 15 ft RISE: 15 ft

WALL THICKNESS: N/A

TYPE: Corrugated Metal Pipe

INV N/E/EL: 1614.27/3932.72/1980.4'

BURIAL DEPTH: 8.8 ft

LOWER BEVEL HEIGHT: 3.75 ft

BEVEL: 1V:1.25H

HEADWALL: Riprap with concrete collar

INV N/E/EL: 1673.78/3888.01/1971.3'

BURIAL DEPTH: 6.3 ft

LOWER BEVEL HEIGHT: 3.75 ft

HEADWALL: Riprap with concrete collar

E.3

STATE PROJECT

NUMBER

SHEET

U

S S u r

D c p w w o r k d w a e f1 g c .d g n

WA FS ERFO 2016(1)-20(5

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

0 1

SCALE IN FEET

5 0 5 10 15 20

LC

m in

1234567

Existing edge of road

Proposed edge of roadstructural plate pipe

Proposed 180-inch

CMP & 36" CMP

existing 24"

Remove riprap end treatment method B, class 4

Placed riprap

Flow riprap end treatment method B, class 4

Place riprap

Existing ground100yr water surface

Proposed road grade

Proposed road centerline

Slope 15.7%

Slope 1 2.2%

(m in

Flow boulder per detail Sheet E.5 material and fish passage

Backfill with streambed per detail Sheet E.6

Rock weir, typ.

per detail Sheet E.6

Rock weir, (typ.)

at inlet elev. 1989.2'

Prop. channel at outlet elev. 1977.59'

Prop. channel boulder, (typ.) embed into bank

Large salvaged on-site per detail Sheet E.7 riprap end treatment method B, class 4

Place riprap Invert elev. 1971.3' per detail Sheet E.4

Concrete Collar

Invert elev. 1980.4' into existing grades embed into bank to help transition

Large salvaged on-site boulder, (typ.)

See Sheet E.4 for details

Concrete collar, (typ.)

See Sheet E.7 for details riprap end treatment method B, class 4

Placed riprap per detail Sheet E.4

Concrete Collar

SECTION VIEW

TYPICAL SECTION

THRU COLLAR

INLET COLLAR

ISOMETRIC VIEW

ANCHOR BOLT DETAIL

3'-0"

LC

COLLAR DETAILS

REINFORCED CONCRETE

LARGE CULVERT

6" (min.)

m in

18" O.C. See detail

" Anchor bolt @4

" Ø galvanized4 3Structural plate pipe

#4

E.4

STATE PROJECT

NUMBER

SHEET

U

S S u r

D c p w w o r k d w a e f1 g d .d g n

WA FS ERFO 2016(1)-20(5)

M a r c h

C h e c k e d b y

D e s ig n e d b y

3'-0"

3'

Sp an

3'

Culvert crown

Culvert invert

To bedrock or 3' (max.)

To bedrock or 3' (max.)

2' (min.) lap splice

#4 Reinf (6 total)

2' (min.) lap splice

#4 Reinf (6 total)

#4 stirrups bolt design - 4" hook

Acceptable anchor

PLAN

Flow

A

A

NOTE:

FOOTNOTE:

B B

3.

2.

1.

channel conditions.

Arrange streambed cobbles and gravels to generally mimic natural

Stagger in-channel fish passage boulders within the culvert span.

streambed cobble, and bank stone gradations.

See special contract requirements for streambed sediment, Mix streambed cobbles evenly throughout streambed sediment.

Material.

Quantities included in Item 64704-1000 Mitigation, Streambed[5] at the top of bank elevation.

Embed boulders within bank material. Top of boulder should be[4] dimension.

smallest4 3 Embed fish passage boulders within active channel [3] streambed sediment.

Construct well defined banks with bank stone and[2] parabolic shape.

Slope streambed aggregate towards flowline to ensure[1]

LOCATION (FT)

(FT)

(IN)

GRADATION

COBBLE

STREAMBED

(CUYD)

COBBLE

STREAMBED

(CUYD)

SEDIMENT

STREAMBED

10 Class E 15

(CUYD)

STONE

BANK

15 27

(IN +/- 4)

BOULDER DIAMETER

FISH PASSAGE

ITEM DESCRIPTION UNIT

QUANTITY

MITIGATION QUANTITIES

FS 4065 MP 1.2 15290 145

TREATMENT

CULVERT INTERIOR

SIMULATED STREAM

(EACH)

BOULDER

FISH PASSAGE

E.5

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c p w w o r k d w a e f1 g e .d g n

WA FS ERFO 2016(1-20(5)

M a r c h

C h e c k e d b y

D e s ig n e d b y

INFORMATIONAL QUANTITIES

64704-1000

64703-6000

64703-3010

Mitigation, streambed material

Mitigation, fish passage boulder

Mitigation, rock weir

CUYD

EACH

EACH

SECTION A-A

Flow

SECTION B-B

LC

D

D (typ.)

(typ.)

W

Streambed sediment

Streambed cobble

Round pipe culvert wall

Streambed top

Streambed cobble

LC

Culvert wall

D (typ.)

D (typ.)

[2]large boulders and bank stones

Construct banks fromed with

[1]Channel flowline b u r ia l d e p th

[3]boulder in channel

Fish passage

Culvert inlet

[4]boulder in bank, (typ.)

Fish passage

[3]channel, typ.

boulder in

Fish passage

[5]

2 3 4 5 6

D (typ.)2

[4]anchor boulder in bank boulder or rock weir

Fish passage[2] rock weir anchor boulders fish passage boulders and

Use bank stones between sediment cobble, and large boulders with streambed

Streambed material between bank stones, See Sheet E.6 for details

Rock weir, (typ.)

See Sheet E.6 for details

Rock weir anchor boulder in bank, (typ.)

[5] [5]

DETAIL

ROCK WEIR

E.6

STATE PROJECT

NUMBER

SHEET

I n t_ ft p w w o r k d w a e f1 g f.

d g n

WA FS REFO 2016(1)-20(5)

M a r c h

C h e c k e d b y

D e s ig n e d b y

6"

Z

D o w n s tr e a m f r o m c o n tr l)

6" h

(FT)

h

NO SCALE

channel

Bottom of

Flow 2-7%

Top cener rock, Control Point streambed material elevation or top of

Original streambed Top of bank b b h

[2]W 2

[2]Top rock

[4]boulder, (typ.)

Anchor

Top of bank

Control point

20°-30°

20°-30° bb

F lo w

Control point

Bottom of channel

Bottom of channel

SECTION A-A SECTION B-B

PLAN

ELEVATION

FOOTNOTE:

[4]Anchor boulder, (typ.)

Top of bank

Footer rock, (typ.)

[2][1]

[3][2]Footer rock

[2] [2] [2]

[4]Anchor boulder, (typ.)

[1] [1]

[2][1] [2][1]

[1] [1]

[2][1]

[2][1]

[3][2]Top rock

[4][3]Footer rock, (typ.)

B

W4 1 [2] W 2

1 W4

ROCK WEIR INFORMATION

(TYP)

WEIR

ROCK

(FT)

W

(FT)

b

(FT)

Z

(IN)

DIAMETER

FOOTER ROCK

TOP ROCK AND

ANCHOR BOULDER CONTROL POINT

Easting Northing Elevation

(NO.)

QUANTITY

(IN)

DIAMETER

(NO.)

QUANTITY

4065 No.1

4065 No.2

4065 No.3

4065 No.4

4065 No.5

4065 No.6

4065 No.7

10 2.5

2.5

2.5

2.5

2.5

2.5

2.5 15

15 1.25

1.25

1.25

1.25

1.25

1.25

1.25

2 3940.6487

3931.3546

3922.7320

3913.5378

3904.6821

3895.4894

3886.6576 1675.5764

1663.8211

1651.5854

1639.7984

1627.5607

1616.0839

1603.7134 1991.2'

1988.9'

1986.5'

1984.2'

1981.9'

1979.5'

1977.2'

[2]Footer rock should be at the top of bank elevation.

Embed anchor boulder within streambed material. Top of boulder[4] streambed material.

Fill voids in top rock and footer rock with specified[3] top rocks. Space top rocks in center half as shown on plan view.

together to create a tightly packed and stable foundation for the

Place top rocks outside of the center half and all footer rocks close [2]

Orient top rocks to deflect water towards center of stream.[1]

DETAILS

RIPRAP HEADWALL

E.7

STATE PROJECT

NUMBER

SHEET

I n t_ ft p w w o r k d w a e f1 g g .d g n

WA FS ERFO 2016(1)-20(5)

M a r c h

L e

N e ig h o

C h e c k e d b y

D e s ig n e d b y

NOTE:

FOOTNOTE:

shown on site specific details, whichever is greater.

Construct riprap end treatment to a thickness of 36-inches or as[3]

Riprap end treatment slope to match roadway embankment slope.[2]

Bevel to match roadway embankment.[1]

Sl op e

PIPE BEVEL DETAIL

Sl op e

SKEW ANGLE DIAGRAM

c e n te r li n e

R o a d w a y

Cu lv er t ce nt er lin e

BOP

EOP

(DIAMETER OR SPAN GREATER OR EQUAL TO 48-INCHES)

(DIAMETER OR SPAN LESS THAN 48-INCHES)

.2

D o r R

.2

D o r R o r R is e

R

D ia m e te r

D o r R is e

R

D ia m e te r

D

W

RIPRAP END TREATMENT

Sl op e

FRONT VIEW

SIDE VIEW

shown in the plans

Streambed material where shown in the plans

Streambed material where

V a r ia b le R is e

W2

Variable W2

Placed riprap, class 4

[3

" m in

[1]

[1]

Manufacturer's standards

0.25 D or R or per the

Optional

Skew geotextile filter, class 1, type C

Separation and stabilization

V a r ia b le R is e

Concrete Collar

Placed riprap, class 4

24"

24" beneath and at all sides of placed riprap.

Place earthwork geotextile between riprap and existing ground, Contractor to field verify all invert elevations, prior to installation.

2.

1.

SWPPP ALUMINUM SIGN PANEL

[1]

Sheet I.3 for mounting instructions.

See SCR Subsection 107.01A(d) for installation location and [1]

SWPPP SIGN

F.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e fl d a .d g n

WA FS ERFO 2016(1)-20(5)

S e p te m b e r

H a r r is

M il le

C h e c k e d b y

D e s ig n e d b y

(adjust text as needed for specific project information)

White Background

Black Foreground

3"

4"C

3"

2"C

2"

2"C

14"

"2

"B2

3'-6"

"8

3IN =

"8

5TH =

"8 1R = 1

BORDER

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(5) WA

U S

C c p w w o r k d w a e fl d b .d g n

A u g u s t

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVERSPAN x RISE

PIPE ARCH

SIZE

PIPE ARCH

SIZE

SPAN x RISE

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVER

MINIMUM

COVERDIAMETER

PIPE

SIZE

PIPE

SIZE

DIAMETER

MINIMUM

COVER

ALUMINUMSTEEL

When directed, camber pipe culverts upward from a chord through the inlet and outlet inverts an ordinate amount equal to 1% of the pipe length. Develop camber on a parabolic curve. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

METAL PIPE CULVERT

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

STATE PROJECT

NUMBER

SHEET

G.1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(5) WA

U S

C c p w w o r k d w a e f1 e a .d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.

2.

3.

4.

special analysis by the CO.

The fill heights in the table are for helical lockseam and welded seam pipe only.

Fill heights for culvert pipe with annular corrugations are more restrictive than those of helical lockseam and welded seam pipe.

Obtain approval before furnishing annular corrugation pipe.

Measure minimum cover from the top of the pipe culvert to the subgrade for flexible pavements, and to the top of the pavement for rigid pavements. Measure maximum fill height from the top of the pipe to the top of the pavement for both flexible and rigid pavement.

ROUND PIPE

DIAMETER

PIPE ARCH

SPAN × RISE

CORRUGATION

[1] Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as

[2] For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the dimension of the end corrugation in the pipe.

COUPLING BANDS FOR METAL PIPE CULVERT [1]

[3] Use annular corrugated bands with pipes having annular corrugations or with helical pipe the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

ANNULAR

CORRUGATED

HELICALLY

CORRUGATED

BANDS [4]

SEMI-

CORRUGATEDSIZE [2]

BANDS [3] BANDS [5]

602-2

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

10.5

10.5

10.5

10.5

10.5

10.5

INCHESINCHESINCHES

COUPLING BAND

METAL PIPE CULVERT

" corrugations. A 12 inch band is acceptable on pipe ends 2 1" × 3

2pipe ends rerolled with 2 corrugations on rerolled pipe ends.

STATE PROJECT

NUMBER

SHEET

G.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(5) WA

U S

C c p w w o r k d w a e f1 e b .d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.

2.

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Smoother sleeve with center stop.

Stab type joint

W

Band Band

Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

Pipe heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or

Angle

Wedge

Watertight pipe joints are not required unless specified in the Special Contract Requirements.

Other types of coupling bands or fastening devices that comply with the joint performance criteria of AASHTO Standard specifications for

Highway Bridges, Division II Section 26 may be used.

of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest strap connector

Bolt, bar and

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W

BoltsBand

WW

rerolled with 3" × 1" pipe corrugations.

having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

"2 1" × 3

2The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 diameter, required above 42" diameter

Second angle connection optional to 42" diameter, required above 42" diameter

Second angle connection optional to 42"

NOTE:

underdrain [6]

[4] Use helical corrugated bands with pipes having helically corrugated ends.

[5]

[6]

" for 18" round culvert (21" × 15" pipe arch) or less8

" for 21" round culvert (24" × 18" pipe arch) or more2

LEGEND:

BEDDING DEPTH

MINIMUM SPACING

SPACING

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2014

REVISED: 4/1994 6/2005

> 54"

12" to 54"

6"

4"

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

STATE PROJECT

NUMBER

SHEET

G.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(5) WA

U S

C c p w w o r k d w a e f1 e c .d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

When directed, camber pipe culverts upward from a chord through the inlet and outlet inverts an ordinate amount equal to 1% of the pipe length. Develop camber on a parabolic curve. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

H equals the diameter of all round pipe culverts or the rise dimension of all pipe arch culverts.

See Section 704 for bedding and backfill requirements.

1.

2.

3.

Construct piping plug of impermeable backfill material at the pipe culvert inlet where granular material is used for backfill. Width may be adjusted to tie into impervious material.

MULTIPLE PIPE INSTALLATION

PIPING PLUG

BELOW NATURAL GROUND OR

TRENCH EXCAVATION IN EMBANKMENT

ON UNSTABLE MATERIAL

ABOVE AND BELOW

NATURAL GROUND

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

Bedding material (uncompacted)

Impermeable backfill material.

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H

Width

H H

H H

H H

H H

H

H

H

H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

Compacted backfill material placed in layers not backfill in accordance with Section 614.

depth table

See bedding excavation in trench

HH

compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

H

Half diameter or whichever is less

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section or 36" (max.) for embankment installations not exceeding 6" compacted depth.

exceeding 6" compacted depth. Or lean concrete

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

12" (min.), 24" (max.)

"/foot of cover,2 minimum

1'-0"

NOTE:

2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.)

2H or 12' (max.)2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.)

PIPE SIZE (D) WIDENING

DITCH WIDENING

602-6

TREATMENT IN CUT SLOPES

PIPE CULVERT INLET 30"

24"

18"

7'

6'

5'

STATE PROJECT

NUMBER

SHEET

G.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(5) WA

U S

C c p w w o r k d w a e f1 e d .d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

dimension of all pipe arch culverts.

D equals the diameter of all round pipe or the rise 1.

TYPE II

TYPE I

SECTION B-B

SECTION A-A

N o r m a l d it c h l in e

S u b g r a d e s h o u ld e r

Pipe culvert

E n d o f p ip e

FLOW

Flat b ottom di tch a t culv ert in let

FLOW

Tape r at 1

0:1 r atio

Taper a t 10:1 ratio

FLOW

2D or

FLOW

Taper at 10

:1 rat io

2D or

N o r m a l d it c h l in e subgrade elevation

Maximum 2D or

S u b g r a d e s h o u ld e r o r e n d s e c ti o n

E n d o f p ip e b e v e l

Flat b ottom ditc h at c ulvert inlet

A

A

B

B section

End

PLAN PLAN

Original ground in mountainous terrain flat terrain. Taper at 5:1

Taper at 10:1 in rolling or 5:1 in mountainous terrain.

or flat terrain. Taper at

Taper at 10:1 in rolling

Normal ditch line

Pipe culvert

Original ground cut slope

Normal

(See table)

Ditch widening

Subgrade shoulder Normal ditch lineSubgrade shoulder

Pavement surface

Berm

Pavement surface

Subgrade

End section

Berm pipe as staked

Slope at ditch at end section

Flow line of pipe as staked

Slope at cut slope

Normal

D in lieu of 45° pipe elbow

30° pipe elbows may be required

At skewed pipe locations, 22.5° or

Standard 45° pipe elbow.

slope

1:3 max ditch line

Normal maximum slope

1:1.5

Cut Slope slope

1:3 max maximum slope

1:1.5

Cut Slope

D ditch line

Normal

Subgrade

1'

1'

NOTE:

B e r m

D

B e r m

D

(min.)

4' d ip a t c e n te r

(Min.)

4'

POLYVINYL CHLORIDE (PVC) PLASTIC ROUND PIPE CULVERT

PIPE

SIZE

FILL HEIGHT TABLE AND MINIMUM CELL CLASSIFICATION NUMBER PER ASTM D 1784

SMOOTH WALL (SOLID WALL) RIBBED

PIPE

SIZE

MINIMUM

COVER

CELL CLASS.

NO. 12454

CELL CLASS.

NO. 12364

MINIMUM

COVER CELL CLASS.

NO. 12454C

CELL CLASS.

NO. 12364C

A B C D

END SECTION DIMENSIONS

FILL HEIGHT TABLE AND MINIMUM CELL CLASSIFICATION NUMBER PER ASTM D 3350

SMOOTH WALL (SOLID WALL) CORRUGATED RIBBED

PIPE

SIZE

PIPE

SIZE

PIPE

SIZE

CELL CLASSIFICATION

NUMBER 335434C

CELL CLASS.

NO. 435400C CELL CLASS.

NO. 335434C

MINIMUM

COVER CELL CLASS.

NO. 334433C

MINIMUM

COVER

MINIMUM

COVER

POLYETHYLENE (PE) PLASTIC ROUND PIPE CULVERT

PIPE SIZE

602-5

STANDARD APPROVED FOR USE 12/1993

DRAFT: 2/2009

REVISED: 4/1994 6/2005

PLASTIC PIPE CULVERT

12 57

INCHES

DIAMETER

INCHES MAXIMUM FILL HEIGHT (FEET)HEIGHT (FEET)

MAXIMUM FILL

INCHESINCHES

DIAMETER

MAXIMUM FILL HEIGHT (FEET)INCHESINCHES

DIAMETER 1.4771.2921.3851.1540.9230.8570.607

MINIMUM WALL THICKNESS (INCHES)

INCHES

DIAMETER

INCHES MAXIMUM FILL HEIGHT (FEET) INCHES

DIAMETER

INCHES MAXIMUM FILL HEIGHT (FEET)

MINIMUM WALL THICKNESS (INCHES)

0.358 0.438 0.358 0.438

66.5

63.5

45.5

24.5

14.5

INCHES

DIMENSIONS

INCHES

DIAMETER

STATE PROJECT

NUMBER

SHEET

G.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(5)WA

U S

C c p w w o r k d w a e f1 e e .d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.

2.

PLASTIC PIPE END SECTION

SIDE

TOP

FRONT

When directed, camber pipe culverts upward from a chord through the inlet and outlet inverts an ordinate amount equal to 1% of the pipe length. Develop camber on a parabolic curve.

If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

Measure minimum cover from the top of the pipe culvert to the subgrade for flexible pavements, and to the top of the pavement for rigid pavements. Measure maximum fill height from the top of the pipe to the top of the pavement for both flexible and rigid pavement.

A

D

C

CONCRETE ROUND PIPE CULVERT

FILL HEIGHT AND PIPE CLASS TABLE

BEDDING DEPTH

SIZE

PIPE

MINIMUM SPACING

EMBANKMENT TRENCHDIAMETER

DEPTHPIPE SIZE (H)

CLASS VCLASS IVCLASS IIICLASS II

TRENCH

CLASS VCLASS IVCLASS IIICLASS II

EMBANKMENT

602-7

STANDARD APPROVED FOR USE 12/1993

DRAFT: 6/2008

REVISED: 4/1994 6/2005

CULVERT INSTALLATION

CONCRETE PIPE

INCHES

DIAMETER

INCHES

COVER

MINIMUM

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE IN FEET

> 54"

12" TO 54"

6"

4"

OVER 96"

36"-96"

12"-36"

48"

0.5H

15"

72"

72"

2H

STATE PROJECT

NUMBER

SHEET

G.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(5)WA

U S

C c p w w o r k d w a e f1 e f.

d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

6.

5.

4.

3.

2.

1.

MULTIPLE ROUND PIPE INSTALLATION SUPPLEMENTAL CONCRETE PIPE TIE

PIPING PLUG

TRENCH INSTALLATIONEMBANKMENT INSTALLATION

LEGEND:

Bedding material (uncompacted).

Embankment material placed in layers

Impermeable backfill material.

adjusted to tie into impervious material.

material is used for backfill. Width may be material at the pipe inlet where granular

Construct a piping plug of impermeable backfill

Roadway embankment

Limits of pipe compaction

SECTION A-A

install the pipe culvert according to the limits of pipe

Where unyielding or unstable material is encountered, the compaction limits shall be the walls of the trench.

in an embankment. For pipe installation in a trench, Pipe compaction limits shown are for pipe installation and rigid pavements.

pipe to the top of the pavement for both flexible

Measure maximum fill height from the top of the to the top of the pavement for rigid pavements.

culvert to the subgrade for flexible pavements, and

Measure minimum cover from the top of the pipe of camber or increase the pipe culvert gradient.

the elevation of the inlet invert, reduce the amount elevation on the parabolic curve as designed exceeds

Develop camber on a parabolic curve. If the midpoint ordinate amount equal to 1% of the pipe length.

a chord through the inlet and outlet inverts an

When directed, camber pipe culverts upwards from in the contract documents.

Use Supplemental Concrete Pipe Tie when specified

AASHTO Standard Specifications for Highway Bridges.

structural pipe designs meeting the criteria of may be increased on approval of site-specific

Maximum fill heights for pipe culvert installations

A

A lean concrete backfill in accordance with Section 614

Compacted backfill material placed in layers

Bedding (See table)Bedding (See table)

H

Width

° 60°

H

H

H

H

(See table)

Minimum spacing

H

Finished subgrade before trench excavation embankment height

Finished subgrade or to springline backfill

Compacted

Piping plug end treatment

Culvert

Embankment slope

High water elevation

Pipe culvert holes (typ.)

Concrete pipe tie when precast

Tapered holes permitted over pipe joint

Do not install fastener

O Ring if required

2H2H compaction shown on Standard 602-3.

" min.2 12'-6 not exceeding 6" compacted depth.

not exceeding 6" compacted depth, or

1'-0" (min.)

" dia. hole for4

" max.2 12'-9 ty p ic a l m a x

1'-0"±

1'-3" min.

1'-5" max.

1" dia. Joint tie

NOTE:

H H

H H

QUANTITIES

TEMPORARY TRAFFIC CONTROL

TABULATION OF

H.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 n a .d g n

WA FS ERFO 2016(1)-20(5)

S e p te m b e r

H a r r is

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

Expressway / Freeway

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

W13-1P

(optional)

W13-1P

(optional) xx

MPH

xx

MPH

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

H.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(5) WA

U S

C c p w w o r k d w a e f1 n b .d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

Not all details shown on the temporary traffic control sheets may be applicable to this project. The Contractor may add or delete information and details in this traffic control plan as necessary to accommodate actual operations.

Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs as determined by the CO for best results. Vary messages as required.

Additional or different message signs may be required to fit the actual construction conditions.

Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.

Ensure all sign supports exposed to impact by traffic meet the requirements of

NCHRP-350 or MASH for crashworthiness.

Maintain two-way traffic during all non-work hours except as approved by the CO.

Do not store traffic control devices along the roadway when not in use. Cover post-mounted signs when not applicable.

If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only).

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify the distance to the work area in feet or in miles. Install an additional W20-1 each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.

If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained.

State standards may be used as an alternative if approved by the CO.

Refer to the Section 635 of the Special Contract Requirements for allowable retroreflective sheeting types.

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1 limit or 85 percentile speed prior

Shoulder taper formula:

Where:

L =

L =

Minimum length of taper

* Approach speed based on the regulatory posted speed, not the advisory speed.

**Lengthen taper as needed to provide minimum of three channelizing devices in taper at required spacing.

L =

W =

S =

LENGTH AND SPACING TABLE

APPROACH

SPEED* TAPER

AREA

BUFFER

SPACE

WORK

SPACE

CHANNELIZING DEVICE

WS

WS²

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

MINIMUM TAPER LENGTH**

BUFFER SPACE

LENGTH

Expressway / Freeway

SHOULDER

WORK

xx

MPH

635-10

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH

FEET

for S ≤ 40 MPH for S ≥ 45 MPH

Width of offset in feet

Numerical value of posted speed to work in miles per hour

FEET

SPACING IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

SHOULDER CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

H.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(5)WA

U S

C c p w w o r k d w a e f1 n c .d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

Traffic flow

Traffic flow

NOTE:

See Note 2

10' min.

W21-5W20-1

See Note 3

G20-2

See Note 3

W20-1

See Note 3

G20-2

See Note 3

(See Length and

Spacing Table)

(optional) TERMINATION AREA

W13-1P

(optional)

1.

2.

3.

4.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For project specific minimum width, refer to Special

Contract Requirements, Section 156.

If shoulder closure is completely within the project limits, eliminate the "ROAD WORK AHEAD" (W20-1) and "END

ROAD WORK" (G20-2) signs.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

Channelizing devices

W

A Device spacing

AVARIABLE WORK SPACEBUFFER SPACETAPER AREAAB

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table)

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the…